CN203808251U - Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount - Google Patents
Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount Download PDFInfo
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- CN203808251U CN203808251U CN201420115980.5U CN201420115980U CN203808251U CN 203808251 U CN203808251 U CN 203808251U CN 201420115980 U CN201420115980 U CN 201420115980U CN 203808251 U CN203808251 U CN 203808251U
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Abstract
The utility model discloses a ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount. The ring plate type round-steel tubular column-H-shaped steel girder joint structure comprises horizontal support plates (1) and vertical anti-shear web plates (2), the center of each horizontal support plate (1) is provided with an assembly hole (4), the horizontal support plates (1) and the vertical anti-shear web plates (2) are vertically matched, and the horizontal support plates (1) are provided with bolt holes (3). By arranging the bolt holes in the horizontal support plates and the vertical anti-shear web plates, when round-steel tubular columns and H-shaped steel web plates are fittingly connected, outer ring plates of the horizontal support plates are in bolt connection with H-shaped steel flanges and the vertical anti-shear web plates are in bolt connection with the H-shaped steel web plates, and outer ring plates of steel columns and the anti-shear web plates are connected with the steel tubular columns by welding. The ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount is simple in structure, safe and reasonable, firmness and stability of the integral structure are reinforced, welding workload during on-site construction is reduced, and construction speed is accelerated.
Description
Technical field
The utility model belongs to technical field of civil engineering, further belongs to the auxiliary mechanical equipment technical field of building, is specifically related to a kind of round steel of ring-plate efficiently tubing string-H section steel beam civilian dress node structure simple in structure, easy to assembly.
Background technology
The bean column node of modern heavy construction structure need to bear the huge internal force such as moment of flexure, shearing, for round steel tubing string-H shaped steel beam connected node of normal use, and two kinds of reinforcing ring and outer annular-stiffers in the general employing of its connected mode.Outer shroud gusset-type joint is mainly made up of ring flat-plate, web shearing resistance junction plate, steel pipe column, girder steel etc., and type of attachment is generally bolt weldering hybrid junction; In Practical Project uses, generally need to weld enforced loop plane and web shearing resistance junction plate to round steel tubing string, after it is transported to scene, outer ring plate and girder steel frange plate adopt full-strength weld to weld, and web adopts high-strength bolt to be connected with shearing resistance junction plate; Because outer ring plate easily damages in the time transporting, scene also needs to weld with girder steel frange plate, cause the large and welding quality of Site Welding workload to ensure, transport and construction are all more inconvenient, particularly in the peace engineering of school, From Mountainous Districts of Yunnan Province, these problems seem particularly outstanding, therefore research and development are a kind of simple in structure, and site operation is easy, and it is very important as the connected mode of round steel tubing string and H section steel beam that minimizing welding job amount is avoided the node connecting structure of traffic-induced damage.
Utility model content
It is a kind of simple in structure that the purpose of this utility model is to provide, the round steel of ring-plate efficiently tubing string-H section steel beam civilian dress node structure easy to assembly.
The purpose of this utility model is achieved in that and comprises horizontal supporting plate and vertical shear web, and described horizontal supporting plate center arranges pilot hole, and described horizontal supporting plate, with vertical shear web is vertical coordinates, arranges bolt hole on described horizontal supporting plate.
The utility model by arranging bolt hole on horizontal supporting plate and vertical shear web, when round steel tubing string-H section steel beam is connected, horizontal supporting plate outer ring plate is connected with H shaped steel wing plate bolt, vertically shear web is connected with H shape steel web bolt, steel column outer ring plate and shear web and steel pipe column coupling part adopt and are welded to connect, the utility model is simple in structure, safe and reasonable, not only strengthen integrally-built firm and stability, and welding job amount while having reduced site operation, can speed up the work.
Brief description of the drawings
Fig. 1 is the integrally-built three-dimensional effect diagram of the utility model;
Fig. 2 is that the utility model work coordinates three-dimensional effect diagram;
Fig. 3 is the front view that the utility model work coordinates;
Fig. 4 is the left view of Fig. 3;
In figure: 1-horizontal supporting plate, 12-shaped steel wing plate junction plate, 13-steel column outer ring plate, the vertical shear web of 2-, 3-bolt hole, 4-pilot hole, 5-bolt, 6-round steel pipe, 7-H section steel beam.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail, but never in any form the utility model is limited, and any conversion of doing based on the utility model, all falls into the utility model protection domain.
As shown in Fig. 1 ~ 4, the utility model comprises horizontal supporting plate 1 and vertical shear web 2, and described horizontal supporting plate 1 center arranges pilot hole 4, and described horizontal supporting plate 1 coordinates with vertically shear web 2 is vertical, on described horizontal supporting plate 1, bolt hole 3 is set.
Described horizontal supporting plate 1 is setting up and down in pairs, about vertical shear web 2 symmetries.
Described horizontal supporting plate 1 is set to ring flat-plate make-up and combines.
Described ring flat-plate comprises that shaped steel wing plate junction plate 12 and steel column are around plate 13, and described steel column outer ring plate 13 connects two ends shaped steel wing plate junction plate 12.
Described shaped steel wing plate junction plate 12 is rectangle, and described bolt hole 3 is arranged on shaped steel wing plate junction plate 12.
On described vertical shear web 2, bolt hole 3 is set.
Described vertical shear web 2 is rectangle.
The vertically inner side edge of shear web 2 edge in hole 4 that is linked and packed.
Described vertical shear web 2 is set to the vertical shear web of high strength.
Operating principle of the present utility model:
The utility model by arranging bolt hole on horizontal supporting plate and vertical shear web, when round steel tubing string and H section steel beam are connected, horizontal supporting plate outer ring plate is connected with H shaped steel wing plate bolt, vertically shear web is connected with H shape steel web bolt, steel column adopts and is welded to connect around plate and shear web and steel pipe column coupling part, the utility model is simple in structure, safe and reasonable, not only strengthen integrally-built firm and stability, and welding job amount while having reduced site operation, can speed up the work.
When work, vertical shearing resistance junction plate is soldered to the corresponding site of steel pipe column, when above-mentioned member is transported to behind job site, first carry out steel pipe column lifting, then steel pipe column and steel column are welded around plate, then girder steel end is inserted between upper lower ring plate, girder steel end web is adopted bolt to be connected with vertical shear web simultaneously, adopt high-strength bolt to be connected with horizontal supporting plate bottom flange on girder steel end.
Claims (9)
1. ring-plate round steel tubing string-H section steel beam civilian dress node structure, comprise horizontal supporting plate (1) and vertical shear web (2), described horizontal supporting plate (1) center arranges pilot hole (4), described horizontal supporting plate (1) and vertical vertical cooperation of shear web (2), is characterized in that: on described horizontal supporting plate (1), bolt hole (3) is set.
2. ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 1, is characterized in that: described horizontal supporting plate (1) is setting up and down in pairs, about vertical shear web (2) symmetry.
3. ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 1 and 2, is characterized in that: described horizontal supporting plate (1) is set to ring flat-plate make-up and combines.
4. ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 3, it is characterized in that: described ring flat-plate comprises shaped steel wing plate junction plate (12) and steel column outer ring plate (13), described steel column outer ring plate (13) connects two ends shaped steel wing plate junction plates (12).
5. ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 4, is characterized in that: described shaped steel wing plate junction plate (12) is rectangle, and described bolt hole (3) is arranged on shaped steel wing plate junction plate (12).
6. ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 1 and 2, is characterized in that: bolt hole (3) is set on described vertical shear web (2).
7. a kind of ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 1 and 2, is characterized in that: described vertical shear web (2) is rectangle.
8. ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 1 and 2, is characterized in that: the vertically inner side edge of shear web (2) edge of hole (4) that is linked and packed.
9. ring-plate round steel tubing string-H section steel beam civilian dress node structure according to claim 1 and 2, is characterized in that: described vertical shear web (2) is set to the vertical shear web of high strength.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420115980.5U CN203808251U (en) | 2014-03-14 | 2014-03-14 | Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420115980.5U CN203808251U (en) | 2014-03-14 | 2014-03-14 | Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203808251U true CN203808251U (en) | 2014-09-03 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420115980.5U Expired - Fee Related CN203808251U (en) | 2014-03-14 | 2014-03-14 | Ring plate type round-steel tubular column-H-shaped steel girder joint structure convenient to mount |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203808251U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193291A (en) * | 2016-06-29 | 2016-12-07 | 牟犇 | Assembled friction profile steel joint |
| CN106968364A (en) * | 2017-03-23 | 2017-07-21 | 天津大学 | A kind of assembling steel plate shear wall |
| CN106988432A (en) * | 2017-04-25 | 2017-07-28 | 江苏沪宁钢机股份有限公司 | A kind of stable type rod iron node |
| CN108425683A (en) * | 2018-03-28 | 2018-08-21 | 兰州理工大学 | A kind of assembled pile foundation conversion tunnel structure and construction method |
| CN108560702A (en) * | 2018-04-17 | 2018-09-21 | 西京学院 | A kind of assembled outer ring plate bean column node |
| CN108589919A (en) * | 2018-05-30 | 2018-09-28 | 青岛理工大学 | The board-like beam-to-column joint device of outer shroud and assembled steel frame connection method |
| CN113638497A (en) * | 2021-08-23 | 2021-11-12 | 沈阳建筑大学 | Bolt connection node of outer ring plate of square steel tube concrete column-steel beam |
-
2014
- 2014-03-14 CN CN201420115980.5U patent/CN203808251U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193291A (en) * | 2016-06-29 | 2016-12-07 | 牟犇 | Assembled friction profile steel joint |
| CN106968364A (en) * | 2017-03-23 | 2017-07-21 | 天津大学 | A kind of assembling steel plate shear wall |
| CN106988432A (en) * | 2017-04-25 | 2017-07-28 | 江苏沪宁钢机股份有限公司 | A kind of stable type rod iron node |
| CN108425683A (en) * | 2018-03-28 | 2018-08-21 | 兰州理工大学 | A kind of assembled pile foundation conversion tunnel structure and construction method |
| CN108560702A (en) * | 2018-04-17 | 2018-09-21 | 西京学院 | A kind of assembled outer ring plate bean column node |
| CN108589919A (en) * | 2018-05-30 | 2018-09-28 | 青岛理工大学 | The board-like beam-to-column joint device of outer shroud and assembled steel frame connection method |
| CN113638497A (en) * | 2021-08-23 | 2021-11-12 | 沈阳建筑大学 | Bolt connection node of outer ring plate of square steel tube concrete column-steel beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140903 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |